A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
MASONRY STRUCTURE WALL REINFORCEMENT STRUCTURE AND MASONRY STRUCTURE WALL REINFORCEMENT METHOD
To provide masonry structure wall reinforcement structure that can reinforce a masonry structure wall without regard to presence or absence of existing foundations and can improve construction efficiency.SOLUTION: Masonry structure wall reinforcement structure 10 comprises horizontal holes 12 that are formed at a lower side surface 108A of a brick wall 108 and where bearing surfaces 34 are parallel to masonry joints 117 of the brick wall 108, vertical holes 14 going through from an upper surface of the brick wall 108 to bearing surfaces 34 of the horizontal holes 12, PC steel bars 16 that are inserted into the vertical holes 14 and where anchor plates 18 mounted to tips are placed within the horizontal holes 12, concrete parts 20 that are filled in the horizontal holes 12 and embed the anchor plates 18, and fastening members 22 to strain the PC steel bars 16.SELECTED DRAWING: Figure 2
【課題】既存基礎の有無に関わりなく組積造壁を補強することができると共に、施工効率を向上させることができる組積造壁補強構造を提供する。【解決手段】組積造壁補強構造１０は、レンガ壁１０８の下部側面１０８Ａに形成され、支圧面３４がレンガ壁１０８の目地１１７に沿った横孔１２と、レンガ壁１０８の上面から横孔１２の支圧面３４を抜ける縦孔１４と、縦孔１４へ挿入され、先端部に取付けられた定着板１８が横孔１２内に位置するＰＣ鋼棒１６と、横孔１２に充填され、定着板１８を埋設するコンクリート部２０と、ＰＣ鋼棒１６を緊張する締付部材２２と、を有する。【選択図】図２
MASONRY STRUCTURE WALL REINFORCEMENT STRUCTURE AND MASONRY STRUCTURE WALL REINFORCEMENT METHOD
To provide masonry structure wall reinforcement structure that can reinforce a masonry structure wall without regard to presence or absence of existing foundations and can improve construction efficiency.SOLUTION: Masonry structure wall reinforcement structure 10 comprises horizontal holes 12 that are formed at a lower side surface 108A of a brick wall 108 and where bearing surfaces 34 are parallel to masonry joints 117 of the brick wall 108, vertical holes 14 going through from an upper surface of the brick wall 108 to bearing surfaces 34 of the horizontal holes 12, PC steel bars 16 that are inserted into the vertical holes 14 and where anchor plates 18 mounted to tips are placed within the horizontal holes 12, concrete parts 20 that are filled in the horizontal holes 12 and embed the anchor plates 18, and fastening members 22 to strain the PC steel bars 16.SELECTED DRAWING: Figure 2
【課題】既存基礎の有無に関わりなく組積造壁を補強することができると共に、施工効率を向上させることができる組積造壁補強構造を提供する。【解決手段】組積造壁補強構造１０は、レンガ壁１０８の下部側面１０８Ａに形成され、支圧面３４がレンガ壁１０８の目地１１７に沿った横孔１２と、レンガ壁１０８の上面から横孔１２の支圧面３４を抜ける縦孔１４と、縦孔１４へ挿入され、先端部に取付けられた定着板１８が横孔１２内に位置するＰＣ鋼棒１６と、横孔１２に充填され、定着板１８を埋設するコンクリート部２０と、ＰＣ鋼棒１６を緊張する締付部材２２と、を有する。【選択図】図２
MASONRY STRUCTURE WALL REINFORCEMENT STRUCTURE AND MASONRY STRUCTURE WALL REINFORCEMENT METHOD
組積造壁補強構造及び組積造壁補強方法
SAKATA MASANORI (author) / ARITAKE TAKESHI (author)
2024-11-28
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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